Laserfiche WebLink
Client:Powers Brown <br /> if/ Loch s a Project:Gleam II <br /> engine e r i n g <br /> Ym ode:ITU'1)Xf-131l e.redo:1120)644041 Job No.:174123 <br /> sat (ro+)s+z na.nw <br /> Date: <br /> Concrete Column File=C:1PROGRA-2\ENERCA--1 <br /> ENERCALC,INC.1983-2017,Build:10.17.12.10,Ver.10.17.12.10 <br /> #:KW-06005687 Licensee;LOCHSA ENG[NEERIMG OF IDAHO <br /> Description: -None-- <br /> Governing Load Combination Results <br /> Governing Factored Moment Dist.from Axial Load Bending Analysis k-ft <br /> Load Combination k Utilization <br /> X-X Y-Y base ft Pu �D Pn g x g x•Mux g Y 6y•Muy Alpha (deg) g Mu Mn Ratio <br /> +1.20D+1.60Lr+0.50L+1.60H 5.96 1.44 714.96 0.000 0.002 <br /> +1.20D+1.60Lr+0.50W+1.60H 5.96 1.44 714.96 0.000 0.002 <br /> +1.20D+0.50L+1.60S+1.60H 5.96 1.44 714.96 0.000 0.002 <br /> +1.20D+1.60S+0.50W+1.60H 5.96 1.44 714.96 0.000 0.002 <br /> +1.20D+0.50Lr+0.50L+W+1.60H 5.96 1.44 714.96 0.000 0.002 <br /> +1.20D+0.50L+0.50S+W+1.60H 5.96 1.44 714.96 0.000 0.002 <br /> +1.20D+0.50L+0.70S+E+1.60H Actual 5.96 1.44 3.28 1.000 -187.50 180.000 187.50 143.93 1.303 <br /> +0,90D+W+0.90H 5.96 1.08 714.96 0.000 0.002 <br /> +0.90D+E+0.90H Actual 5.96 1.08 3.28 1.000 -187.50 180.000 187.50 143.93 1.303 <br /> Sketches <br /> NO• <br /> •r •y •. •r <br /> •r •w •r •. <br /> 4 <br /> Page B20 <br />